| Sr. | New Work Type | Total works | Ongoing | Completed | Closed | Sanctioned | Expenditure | Exp. % |
|---|---|---|---|---|---|---|---|---|
| 1 | Rural Housing | 135 | 56 | 54 | 4 | 0.28 | 0.16 | 59% |
| 2 | Construction of Tank | 61 | 0 | 23 | 15 | 1.34 | 1.09 | 81% |
| 3 | Farm Pond | 44 | 0 | 32 | 0 | 0.46 | 0.36 | 78% |
| 4 | Land Development | 33 | 0 | 28 | 3 | 0.39 | 0.35 | 91% |
| 5 | Construction of Check Dam/Stop Dam | 31 | 0 | 19 | 9 | 0.66 | 0.61 | 93% |
| 6 | Construction of Road and Culvert | 27 | 0 | 21 | 5 | 0.94 | 0.65 | 69% |
| 7 | Construction of Toilets | 25 | 0 | 18 | 0 | 0.02 | 0.01 | 44% |
| 8 | Constr of Cement Concrete Roads | 14 | 0 | 7 | 2 | 0.17 | 0.07 | 41% |
| 9 | Construction of Well | 14 | 0 | 11 | 1 | 0.34 | 0.32 | 94% |
| 10 | Culvert | 9 | 0 | 5 | 4 | 0.23 | 0.21 | 92% |
| 11 | Plantation | 9 | 0 | 4 | 5 | 0.28 | 0.17 | 60% |
| 12 | Well Recharge | 7 | 0 | 4 | 2 | 0.01 | 0.00 | 31% |
| 13 | Construction of Trench | 7 | 0 | 4 | 1 | 0.04 | 0.04 | 100% |
| 14 | Construction of Water Drain/Diversion Channel/Drainage/Field Channel | 7 | 0 | 7 | 0 | 0.02 | 0.02 | 88% |
| 15 | Cattle Shed | 7 | 0 | 4 | 0 | 0.07 | 0.04 | 56% |
| 16 | Construction of Percolation Tank | 6 | 0 | 3 | 2 | 0.12 | 0.06 | 45% |
| 17 | Solid and Liquid Waste Management | 6 | 0 | 3 | 2 | 0.02 | 0.02 | 77% |
| 18 | Construction of Bund | 4 | 0 | 3 | 1 | 0.22 | 0.15 | 69% |
| 19 | Constr of Compound wall | 2 | 0 | 1 | 1 | 0.02 | 0.02 | 107% |
| 20 | Grass Land Development | 1 | 0 | 1 | 0 | 0.08 | 0.05 | 64% |
| 21 | Constr of GP Bhawan | 1 | 0 | 1 | 0 | 0.15 | 0.10 | 67% |
| 22 | Constr of Food Grain storage | 1 | 0 | 1 | 0 | 0.28 | 0.26 | 94% |
| 23 | Repair & Maint of Bund | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 24 | Repair & maint of Pond/ Tank | 1 | 0 | 0 | 1 | 0.00 | 0.00 | 0% |
| 25 | Construction of Recharge Pits | 1 | 0 | 1 | 0 | 0.00 | 0.00 | 69% |
| 26 | Construction of Play field | 1 | 0 | 1 | 0 | 0.05 | 0.05 | 95% |
| 27 | Construction of Crematorium | 1 | 0 | 1 | 0 | 0.04 | 0.04 | 100% |
| Total | 456 | 56 | 257 | 59 | 6.24 | 4.85 |